Loading...
HomeMy WebLinkAboutAPPROVED PA FL4595-R4 ........ ................................. .... ..........._ .............. ...._..........., .....,:._...- �. .. o'j'Fk•'�'uw •• 4 y sCFS Home Lag Sn User-Reg Istratian jotTopirs Submit Surcharge Stets&Facts PubficaUons Contact Us SCIS site Map Links search Product Approva[ dbapr 4USER: Public User Product AnorcvaI menu a Product w AuaiiCdtian Search>APylkd!Qn List n Application Detail FL# FL4595-114 ........................................................: Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Tri County Metals Address/Phone/Email 301 SE 16th Street Trenton, FL 32693 (352)463-8400 ch risw@tricountymeta ls.com Authorized Signature Chris weatherilt chrisw@tricauntyrnetals.com Technical Representative Add ress/Phone/Emai I Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Metal Roofing Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Receiycd Florida Engineer or Architect Name who developed Terrence F.Wolfe the Evaluation Report Florida License PE-44923 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Bate 06/02/2024 Validated By Brian]aks, P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL4595 R4 C I Letter of Ceqlfl red-Of Referenced Standard and Year(of Standard) Standard Year FM 4471 1992 UL 1897 2012 tJL 580 2006 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted O8/15/2017 Date Validated 08/17/2017 Date Pending FBC Approval 08/23/2017 Date Approved 10/10/2017 Summary of Products Go to Page 4 Page 1/2 FL# Model, Number or Name Description 4595.1 5V Cl Min. 26 Ga. 5V Crimp Roof Panel over 15132"Plywood Limits of Use -W Installation Instructions W Approved for use in HVHZ: No FL4595 R4 II 26 Go. 5V Crimp Panel over PlyA Approved for use outside HVHZ:Yes secured.pdf Impact Resistant: N/A Verified By:Terrence E. Wolfe, P.E.44923 Design Pressure:+N/A/-101.OPSF Created by Independent Third Party: Yes Other: -78.5 psf @ 16"o.c. Fastener Spacing. -101.0 psf @ Evaluation Reports 16"o.c. Fastener Spacing.Install per manufacturer's details. FL459S_R44 AE 26_Ga. 5V Crimp Panel over Plyw Not for use in HVHZ Zones. secured.odf Created by Independent Third Party: Yes 4595.2 5V Crimp Min. 26 Ga. 5V Crimp Roof Panel over 1x4 wood Purlins over 15j32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL4595 R4 IL26 Ga. 5Y CalPanel over 1x4 NON HVHZ Approved for use outside HVHZ: Yes secured.nclf Impact Resistant:N/A Verified By: Terrence E. Wolfe, RE.44923 Design Pressure:+N/A/-IO1.OPSF Created by Independent Third Party: Yes Other: -78.5 psf @ 16"c.c, Fastener Spacing. -101.0 psf @ Evaluation Reports 16"o.c. Fastener Spacing. Install per manufacturer's details. EL4595 R4 AE 26 Ga. 5V Crimp_Panel over 1x4 NQN HVHZ Not for use in HVHZ Zones. secured-Pddf Created by Independent Third Party: Yes 4595.3 Aluminum Mechanical-Seam Lok .032"Aluminum Mechanical Lock 16"Wide Roof PaneE over Plywood Limits of Use _ --- Installation Instructions - Approved for use in HVHZ:Yes FL 54 99 R4_I Aluminum ML 1.5 over Plywood HVHZ Approved for use outside HVHZ:Yes seCured.Udf Impact Resistant: N/A Verified By: Terrence E. Wolfe, P.E.44923 Design Pressure: +N/A/-93.5 psf Created by Independent Third Patty: Yes Other: -78.5 psf @ 18"o.c. cllp spacing. -93.5 psf 6" o.c.clip Evaluation Reports spacing. Install per manufacturer's details. For use in HVHZ FL45U R4_AE Aluminum ML 1.5 gygr Ptvwcod HVHZ Zones. gPgured.Qdf Created by Independent Third Party: Yes 4595.4 Aluminum Mechanical-Seam Lek 2" .032"Aluminum, 2"Mechanlcal Lock, 19"Wide Roof Panel over 22 Ga.Steel Deck Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL4595 R4 It AL MLck_2.0.over Steel Deck HVHZ Approved for use outside HVHZ:Yes secured.Wf Impact Resistant: N/A Verified By: Terrence E.Wolfe, P.E_44923 Design Pressure:+1)JJA/-138.5psf Created by Independent Third Party: Yes Other: -71.0 psf @ 24"o.c. clip spacing. -138.5 psf @ 6"o.c. Evaluation Reports clip spacing. Install per manufacturer's details. For use in EL4595 P4 AE AL MLokv IDeck HVHZ HVHZ Zones. secured.Pdf Created by Independent Third Party:Yes 4595.5 Aluminum TCM Lok 0.032"Aluminum TCM Lok Roof Panel over 7/16"0S13 or 15/32" Plywood } Limits of Use Installation Instructions Approved for use in HVHZ: No F 5 R4 II Afurninuffl TCM Lok over Plvwwod-secured.l Approved for use outside HVHZ:Yes Verified By: Terrence E.Wolfe, P.E.44923 Impact Resistant: N/A Created by IndependentThird Parry: Yes Design Pressure: +N/A/-112.Spsf Evaluation Reports Other: -75.0 psf at 4 112"o.c. fastener spacing. -112.5 psf R14595 R4 AE AlgWinUm T M over PI ww - at 4 1/2" o.c.fastener spacing. install per manufacturer's secured.iodf details. Not for use in HVHZ Zones. Created by Independent Third Party:Yes 4595.6 Mechanical-Seam I-ok 1-'/a" 1-'h" Mechanical Lock,24 Ga., 16"Wide Roof Panel over Plywood Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL4595 R4_I[_Me h ni al-Seam Lok 1.5 over Plvwood HVHZ Approved for use outside HVHZ:Yes Secured.ndf Impact Resistant-. N/A Verified By:Terrence E. Wolfe, P.E.44923 Design Pressure: +N/A/-123.5psf Created by Independent Third Party: Yes Other: -59.75 psf. @ 24" o.c.clip spacing. -123.5 psf. @ 6" Evaluation Reports ox. Clip spacing.Install per manufacturer's details. For use in FL4595 R4 AE M charical- cam L k 1.5 ovewil jyffgqd HVHZ Zones. HVHZ Secured.p� Created by Independent Third Party: Yes 4595.7 Mechahlcal-Seam Lok 2" 2'Mechanical Lock, 24 Ga_Steel, 18-7/8"Wide Roof Panel over 22 Ga. Steel Deck Limits of Use Installation Instructions Approved for use in HVHZ:Yes EL!aORAILMLok 2.0 a4 Ga. k HV Approved for use outside HVHZ:Yes 5ecured.odf Impact Resistant: N/A Verified By:Terrence E. Wolfe, P.E.44923 Design Pressure: +N/A/-153.5psf Created by Independent Third Party:Yes Other:-54.3 psf 0 36"o.c. clip spacing.-153.5 psf @ 6"o.c. Evaluation Reports clip spacing.Install per manufacturer's details. For use in FL4595 R4 AE M Wk 4 Ga, gver 5 I k VH HVHZ Zones. Se u -psf Created by Independent Third Party: Yes 4595.8 Nail Strip 1" 1" Nailstrip, 24 Ga_ Steel 16"Wide Roof Panel over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL4595 R4 II_1�0 Pailstrip 24_ad.sly2r PlyL- r f Approved for use outside HVHZ:Yes Verified By:Terrence E. Wolfe, P.E. 44923 Impact Resistant: N/A Created by Independent Third Party. Yes Design Pressure: +N/A/-153.5psf Evaluation Reports Other: -153.5 psf @ 6-3/4"o.c, Fastener Spacing in slot and EL459 5 i AE 1.0 Nailstrip 24 Ga._over Plywood secured,_of 12"o.c. Fastener Spacing in pan. -101.0 psf @ 6-3/4"o.c. Created by Independent Third Party: Yes Fastener Spacing in slot. -59.75 psf @ 16 o.c. Fastener Spacing in slot. Install per Manufacturer's Details. Not for use In HVHZ Zones. 4595.9 Nall Strip 1-V2" 1-1/2" Nail Strip, 24 Ga. 15-1/2" Wide Roof Panel over Plywood Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL4595 R4 fI 1.5_Nailstrip 24 Go.over_Plywood HVHZ Approved for use outside HVHZ:Yes secured.pdt Impact Resistant: N/A Verified By:Terrence E. Wolfe, P.E.44923 Design Pressure: +N/A/-116.Opsf Created by Independent Third Party:Yes Other:-116.0 psf @ 6-1/2"o.c. Fastener Spacing in slot and Evaluation Reports 12"n.c. Fastener Spacing in pan. -78.5 psf Cg1 11"o.c. FL459 4 A_E 1.S N8il5triq 24 Gs,-ov_er Plvwood HVHZ Fastener Spacing in slot. Install per Manufacturer's Details. secured. For use in HVHZ Zones Created by Independent Third Party: Yes 4595.10 PBR Min. 26 Ga. PBR Roof Panel over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL4595 R4 II 26 Ga. PBR_Panel__gVer P1« od_seCureCl._pdf l Approved for use outside HVHZ:Yes Verified By: Terrence E. Wolfe, P.E.44923 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-93.5 PSF Evaluation Reports Other: -63.5 psf @ 24"o.c. Fastener Spacing. -93.5 psf @ FL4595. R4 A P13R Pargl oyer PI w ur f 24"o.c. Fastener Spacing. Install per manufacturer's details. Created by Independent Third Party:Yes Not for use in HVHZ Zones. 4595.11 PBR Min, 26 Ga. PBR Roof Panel over 1x4 Wood Purlins over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL4595 R4 II 26 Go. PBR Pane€over 1 4 sgcured•pdf Approved for use outside HVHZ: Yes Verified By: Terrence E.Wolfe,P.E.44923 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-78.5 PSF Evaluation Reports Other: -71.0 psf @ 24"o.c. Fastener Spacing. -78.5 psf @ FL4595 R4 AE 26 Ga. PBR Panel over_Ix4 sec��ldf 24"ox. Install per manufacturer's details. Not for use in Created by Independent Third Party: Yes HVHZ Zones, 4595.12 Snap-Lok 1-Th" 1-1/2"Snap Lok,24 Ga. , 16"Wide Roof Panel over Plywood __ -..-- Limits of Use Installation Instructions Approved for use in HVHZ:Yes 0L4595 R4 It 1.5 Snap, 4 v r Plywood HVHZ Approved for use outside HVHZ:Yes secured.odf Impact Resistant: N/A Verified By: Terrence E.Wolfe, P.E.44923 Design Pressure: +NJA/-116.Gpsf Created by Independent Third Party: Yes Other: -108.5 psf @12"o.c. Clip spacing. -86.0 psf @ 24" Evaluation Reports O.C. Olp Spacing. -116.0 psf @ 6" o.c.Clip Spacing. Install per FL4595 R4 AE 1.5 Snap_I_gck_Z4_Ga-0 i r Plywood HVHZ Manufacturer's details. For use Ir HVHZ Zones. secuLo.gflf Created by Independent Third Party: Yes 4595.13 Snap-Lok 1-3/4" 1-%"Snap Lock, 24 Ga. Steel, 17-3/4"Wide Roof Panel over 22 Ga. Steel Decking Limits of Use installation Instructions Approved for use in HVHZ: Yes FL4595 R4_II Span-Lott 1.75 24 Ga.over Steel Deck Approved for use outside HVHZ:Yes secured.Qdf Impact Resistant: N/A Verified By: Terrence E. Wolfe, P.E.44923 Design Pressure: +NJAJ-108.5psf Created by Independent Third Party: Yes Other: -71.0 psf @ 24"o.c. Clip Spacing. -108.5 psf @ 6" Evaluation Reports ❑.c.Clip Spacing. Instals per manufacturer's details. For use in FL4595 R4 AE Snao-Lok 1.75 24 Ga.oygr Steel Deck HVHZ HVHZ Zones. secured.pdf Created by Independent Thlyd Party: Yes 4595.14 TCM-Lk Min, 26 Ga.TCM-Lok Roof Panel over 15/32" Plywood Limits of Use a Installation Instructions Approved for use in HVHZ: No FL4595 R4 II_T M- I nrt secured.pdf Approved for use outside HVHZ:Yes Verified By: Terrence E.Wolfe, P.E.44923 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +NIAJ-52.5 PSF Evaluation Reports Other: 52.5 psf @ 5 1/4"o.c. Fastener Spacing. Install per FL4595_-R4 AE TCM Lok Eva] Report secnred.pdf manufacturer's details. Not for use in HVHZ Zones. Created by Independent Third Party: Yes 4595.15 TCM Lok Min. 24 Ga.TCM-Lok Roof Panel over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No _FL4525 R4 II Min 24 Ga.TCM-Lok Eval Reoort.pdf Approved for use outside HVHZ:Yes Verified By: Terrence E.Wolfe, P.E.44923 Impact Resistant: N/A Created by Independent Third Party:Yes Design Pressure: +N/AI-116,OPSF Evaluation Reports Other: -116,0 psf @ 5 1/4"O.C. InstaIl per manufacturer's FL4595 R4 AE Min 24 Go,TCM-Lok Eval Regort•pdf details. Not for use in HVHZ Zones. Created by Independent Third Party: Yes 4595.16 ultra-Rib Min. 26 Ga. Ultra-Rib Roof Panel over 15132"Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL4595 R4 II 26 Ga, Ultra-Rib Panel oyer_Plvwood Approved for use outside HVHZ:Yes secured,pdf Impact Resistant: N/A Verified By:Terrence E. Wolfe, P.E.44923 Design Pressure: +N/A/-146.OPSF Created by Independent Third Party: Yes Other: -86.8 psf @ 24"o.c.fastener spacing. -146.0 psf @ Evaluation Reports 12"ox. fastener spacing. Install per manufacturer's FL4595_l4Ah26 Ga. Ultra-Rib Panel over Plywood installation details. Not for use in HVHZ Zones. secured.pdf Created by Independent Third Party: Yes 4595.17 Ultra-Rib Min. 29 Ga. Ultra-Rib Roof Panel over I5/32"Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL4595 114 II 29 Ga. Ultra-Rlb Panel over Plywood Approved for use outside HVHZ:Yes secured.pdf Impact Resistant: N/A Verified By: Terrence E. Wolfe, P.E.44923 Design Pressure: +NIA/-146,OPSF Created by Independent Third Party: Yes Other: -84.3 psf @ 24"o.c.fastener spacing. -146.0 psf @ Evaluation Reports 12" ax.fastener spacing.Install per manufacturer's FL4595 R4 AE 29_Ca:-Ultra-Aib_Panel over PlmzM d installation details. Not for use in HVHZ Zones. secured.gdf Created by Independent Third Party: Yes 4595.18 Ultra-Rib Min. 29 Ga. Ultra Rib,36"wide, Roof Panel over Ix4 Wood Purlins over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL4595 R4�II 29 Ga. Rib Panef over Ix4 sg i�re�{_pdf Approved for use outside HVHZ:Yes Verified By: Terrence E.Wolfe, RE,44923 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure:+NIA/-138.5PSF Evaluation Reports Other: -93.5 psf @ 24"o_c. fastener spacing. -138.5 psf @ FL4595 R4 AE 29 Ga. Rib-Panel over 1x4 secured. If 24"o.c. fastener spacing.Install per manufacturer's details. Created by Independent Third Party: Yes Not for use in HVHZ Zones. Ojos :s;dewy lenwddq:pnpaad Z-0-14-717113 aseald`S'd'SSb uajdeg7 apun aasuanq a aue naA;H auluua;ap o1'nllgnd ay;a;algellene apeua aq uea golg,x ssaappe 1!ewa ue g;lm;uaw:padap oLp ap!Aoud aseald'ssaappe leuosaad e Alddns W LIS!m]ou op noAy�i-pjomau n119nd ajp sassaippe I!PWR uanannDH•aasuanll aq;u;iM uopenlunwwao lej:%4o-roj pasn aq Aew pop!Aoad s11el.ua agl'auo aneg Aagi 11 ss;uppe pewa ue 1470m 3uawNeda❑aqa aplAoud�snw'SA'SS4 ua;degn uapun pasuang seasuaml'ZToZ'T aagd3.�o and;ayya'sa;nae;g epuolj`(11)SLZ'Ss4 u0175as oa auensund,'S6ET'L8b'058 7De;uw aseald'su04Sanb Ave aneq noA;i'pew Ieuol;lpeu;Aq uo auogd Aq any;o ag1 l3eluo7'pea]su[141JLa s1q 0;pew nluopnala pua5 lou op'Tsanbaa sp.roaaa-DIlgnd a 07 asuodsar u!pasealaa ssaupp I!ew-a jnoA;uem 4ou op noA yi spioaaj ullgnd we sassaippe 11ewa'met epuolj uapun ]wawa; _A u w .p 1 ::guawa3e;5 ::•epl3olj S Z- g lu o uaAoldwa ODDIVV ue sl epuol4 yo a;eZS agl bZ T-L 0LId 66CZE IJ 5M9149IleJ. p d 2u03g 11e18 T09 ::9N e u a ;ray $a�9 Z 1 T abed abed 0100 •sauoZ ZHAH u±asn JQ1 ION sa,, :A:Ped pa!q-L;uapuadapul Aq pa;ea�D spe4ap s,aainpelnui2w.lad pe;sul •6u!neds iaua;sel 'a'o„ZI pd-painnoS OSO joAo!awed q!il-ea ! '20 6Z 3V t"d bl3 [7 dsd 5'EZi--6u!aeds.laua;se; 'n'o„trZ 0 9sd L'TV- :aag4o sspodab u01IenleA3 3SdS'EZT-IVIN+ u6lsa(3 saA :wed pJ!gy;uapuadapul Aq pa;eaJO V/N que;slsall;aedLul U6"'3'd 'a31oM '3 aaua.ual :,kg paq!aaA Sax:ZHAH ap!s;no asn Jul paAa.Iddtl 4pd' an SSO JZ;AO IDUed �[ ON :ZHAH ur asn.ao;panoaddy sun!;]nu;suI uolle!le;suI asn;o si!wn 8SO.91/1 aano!aced duail WN-ea;F-e9 6Z 'UIW qpd-eajjn oZ'S6sp sa), :A[JRd pl!yL;uapuadapuI Aq pa;eaja 3p 'p�� sauoZ ZHAH ui asn ao;ION -salbuiq§TP777Tn ! u d ! Z R S6SVI3 's!±eW s4aan}ae4nu2Lu jad pe;suy-6woeds mua;se1 'n'o„7Z saaodab uol;enleA3 p;sd fl'ga- 'bu!oeds jaua;se; 'a'o„t Z o@ Isd S'81- :.jog4o sah :A;jed pi!gl;uapuadepuz Aq pa;ea.D 3SdD'98-/V/N+:ounssaad u61530 -ZZ6btr'9'd 'a31oM•9 aauaa.la3 :A9 paL4iaaA V/N :Iue4S!Saa Pedwl j paan a r Sak:ZHAH ap!slno asn aol panoiddy -9PIt)uIqs Om txT Jan JaAC Jau d q! 'e Z I3 btl 6� Str73 3 ON :ZHAH u!asn Jul pBAoiddy svo!;ana;sul uopellelsul k asn jo swan pvona/Id „ZUST aano su!!.lnd POOM t XT land Jawed doo'' 'ap!na..9£ 'q!-d .4in 'eJ bZ 'u1W 6T'SG&V - --- Fotce Enginearing&Testing Inc. 19530 Ramblewoad Drive Humble, 'X 77335 Product Evaluation Report TRI COUNTY METALS Min. 26 Gar. 5V Crimp Roof Panel over 15132""'Plywood Florida Product Approval #4595.1 R4 Florida Building Code 2017 Per Rule 61G20-3 Method: 1—D Category: Roofing Subcategory: Metal Roofing Compliance Method:61G20-3.005(l)ld) NON HVHZ Product Manufacturer: TH County Metals 301 SE 16'h Street Trenton, Florida 32693 Engineer Evaluator: Terrence E.Wolfe,P.E.##44923 Florida Evaluation ANE ID: 1920 Validator: Brian laks P.E.##70159 Contents: Evaluation Report Pages 1-4 �•C E. •�y p �ii CE �s �fi,�� J ` j il'1 STATE OF `w p, aau.atr �� O R 19 w FL##4595.1 R4 August 8,2017 Force Engineering&Testing Inc. 19930 Ramble"ad Drive Humble,'T%77338 Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2017,Sections 1504.3.2,1504.7. Product Description: 5V Crimp Roof Panel, Min. 26 Ga. Steel, 24" coverage, through fastened roof panel over Min.15/32"APA Plywood decking. Non-structural Applicatlon. Panel Material/Standards: Material: Min.25 Ga.Steel,conforming to Florida Building Code 2017 Section 1507.4.3. Paint finish optional. Yield Strength: Min.80.0 ksi Corrosion Resistance:Panel Material shall comply with Florida Building Code 2017,Section 1507.4.3. Panel Dimension[s): Thickness: 0.018"min. Width: 24"maximum coverage Rib Height: 3/8"tall ribs Panel Fastener: #9-15 x 1-1/2"Woodgrip with sealing washing or approved equal X"minimum penetration through plywood Corrosion Resistance:Per Florida Building Code 2017,Section 1507.4.4. Substrate Description: Min.15/32"thick,APA Rated plywood over supports at maximum 24"O.C. Design of plywood and plywood supports are outside the scope of this evaluation. Substrate must be designed in accordance w/Florida Building Code 2017. Allowable Design Uplift Pressures: Table"A" Maximum Total Uplift Design Pressure: 78.5 psf 101.0 psf Fastener Pattern: 12"-12" IC"-2K--10" Fastener Spacing: 16"O.C. i5"O.C. *Design Pressure includes a Safety Factor=2.1). ♦�� N C E. D ca � •�` STATE OF , � � ► + 4 � 0OAL I+SI ON A 10- "fil{{{jS'k' FL#4595.1 R4 August 8,2017 Y Fvtce Engineering&Testing Inc. 19530 Ramblewood Drive Hamble,TX 77338 Code Compliance: The product described herein has demonstrated compliance with The Florida Building Code 2017,Section 1504.3.2,1504.7. Evaluation Report Scope. The product evaluation is limited to compliance with the structural wind load requirements of the Florida Building Code 2017,as relates to Rule 61G20-3. Performance Standards: The product described herein has demonstrated compliance with: ■ UL 580-06-Test for Uplift Resistance of Roof Assemblies ■ UL 1897-2012-Uplift Test for Roof Covering Systems ■ FM 4471-92-FOOt Traffic Resistance Test Reference Data: 1. UL 580-06/1897-04 Uplift Test Force Engineering&Testing, Inc.(FBC Organization#T5T-5328) Report No.136-0172T-12 2, FM 4471-10,Section 4.4 foot Traffic Resistance Test Force Engineering&Testing,Inc.(FBC Organization#TST-5328) Report No.136-0172T-12 3. Certificate of Independence By Terrence E.Wolfe, P.E.(No.44923)@ Force Engineering&Testing,Inc. (FBC Organization##ANE ID:1970) Test Standard Equivalency: The UL 1897-04test standard is equivalent to the UL 1897-2012 test standard. The FM 4471-10, Foot Traffic Resistance test standard is equivalent to the FM 4471-92,Foot Traffic Resistance test standard Quality Assurance Entity: The manufacturer has established compliance of roof panel products in accordance with the Florida Building Code and Rule 61G20-3.005(3)for manufacturing under a quality assurance program audited by an approved quality assurance entity. Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2017,including Section 1507.4.2 and in accordance with Manufacturers recommendations. For slopes less than 3:12, lap sealant must be used in the panel side laps. Installation: Install per manufacturer's recommended details. '``�1►ts91111I1�1 E•� �t tf�.IV STATE OF ► �', ti �ZOR1 .0 smuarr r� �'' .• s4 KzsArAis If4" 0- N A4• ���1;� �f��iriirit►���� FL#4595.1 R4 August 8,2017 Force Engineering&Testing Inc. 19530 Ramblewood Drive Humble,'IT%77338 Underlayment: Per Florida Building Code 2017,Section 1507.1.1 and manufacturer's installation guidelines. Roof Panel Fire Classification: Fire classification is not part of this acceptance. Shear Diaphragm: Shear diaphragm values are outside the scope of this report, Design Procedure: Based on the dimensions of the structure,appropriate wind loads are determined using Chapter 16 of the Flarida Building Code 2017 for roof cladding wind loads.These component wind loads for roof cladding are compared to the allowable pressure listed above.The design professional shall select the appropriate erection details to reference in his drawings for proper fastener attachmentto his structure and analyze the panel fasteners for pullout and pullover.Support framing must be in compliance with Florida Building Code 2017 Chapter 22 for steel,Chapter 23 for woad and Chapter 16 for structural loading, A, ir1a.40� y 1 2, ` `� 0. STATE OF :4 •. i +��►rya i��s� ����� FL#4595.1 R4 August 8,2017 LTOZ`$lsn�nV ear'1,14 ewe:`# A s yy ! L� ON 'D'O .91 IV RUNd d3N31S'0J ©T-,2IT �'--.UT 1H 3HSVA fM di2l'3E)LIA 211 T x S# (T „o L ..e/I F �O L 7a O j t 1V Nd llfiic! N3 31SV3 Z 3 'J'0 .91 IV N83IVcJ Z13N3SSVJ .FT-.'FT ld ,13HSVA !m dTN9QDf3fi 2/1 1 x 5# ti